[1]孙国良.钢-砼组合桥梁中栓钉连接件的计算[J].郑州大学学报(工学版),1992,13(01):24-33.
Sun Guoliang,Calculation of steel-concrete combination bridge nail connecting parts[J].Journal of Zhengzhou University (Engineering Science),1992,13(01):24-33.
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钢-砼组合桥梁中栓钉连接件的计算(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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13卷
- 期数:
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1992年01期
- 页码:
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24-33
- 栏目:
-
- 出版日期:
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1992-03-28
文章信息/Info
- Title:
-
Calculation of steel-concrete combination bridge nail connecting parts
- 作者:
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孙国良;
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郑州工学院土建系,
- Author(s):
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Sun Guoliang;
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The Department of Civil Construction of Zhengzhou Institute of Technology,
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- 关键词:
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钢-砼组合梁; 剪力连接件; 疲劳荷载
- Keywords:
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Steel-concrete combination beam; shear connector; fatigue load
- 文献标志码:
-
A
- 摘要:
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国内已将钢砼组合梁的实践应用从建筑扩展到桥梁方面,本文就其栓钉连接件受静荷及动(疲劳)荷载的设计计算做了简要论述并附以计算实例.
- Abstract:
-
The practical application of the steel concrete combination beam has been expanded from the building to the bridge. This article briefly discusses the design calculation of the static and dynamic (fatigue) loads of the nail connector and the calculation example.
更新日期/Last Update:
1900-01-01